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0556 GRAND ISLAND DRIVE - Health
556 GRAND ISLAND DRIVE Osterville A = 070 005 O93:, I ff TOWN OF BARNSTABLE LOCATION to 6rcr�- rS /,44 RAI SEWAGE# —0 a) VILLAGE CLSl— ASSESSOR'S MAP&PARCEL C70 Co S c03 INSTALLER'S NAME&PHONE NO. �a D�Ce SEPTIC TANK CAPACITY LEACHING FACILITY. (type) -: f (size) 3 XZS kz- NO. OF BEDROOMS OWNER C�.V\, PERMIT DATE: COMPLIANCE DATE: 1710 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY I t t ' A 17 " r " - 13 „ n � F t No"2niG "6�2J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes fipiitatiou for -Misposal 6pstetn Construction 3permit Application for a Permit to Construct(kj"7Repair( ) Upgrade'( ) Abandon( ) Komplete System ❑Individual Components Location Address or Lot No. S 5C � !�„� Owner's Name,Address,and Tel,No. Assessors Map/Parcel Installer's Name,Address,,and Tel.No. Designer's Name,Address,and Tel.No. v 'T� Sv��VA`1 Ev�rheerih� �C�►S soq-e12e�3 y`( Type o uilding: 1 Dwelling No.of Bedrooms Lot Size SZ� 7 sq.ft. Garbage Grinder( ) Other Type of Building ps , �Crrc-Pig /4-S C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��lU gpd Design flow provided .�Y 9 gpd Plan Date t 'G Z O 15 Number of sheets Revision Date 11214 o l 7 Title ,, ,90 TJ`o oi� Size of Septic Tank !�i�d,A/ Type of S.A.S.1'Saw y Y 4 Description.of Soil T-14"�/+ ✓T �t� �/ O—to/°� 6r rr ta`t l? (It /a—lc, �� C 1 �r Le b -C ►J�oG.p�� l(�L_ CeGlS1, Soh 2©I�2 ta.r2 R/S Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and mai�hd nan f the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co not to place the system in operation until a Certificate of Compliance has`been issued by this Boar#of Health. Signed Date Application Approved Date a Application Disapproved by Date for the following reasons Permit No. Date Issued N.•-� IL Fee Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L./P PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes N Zipptitatlon for Aisposal 6pstem Construction Permit Application fora Permit to Construct(V Repair( Upgrade( ) Abandon( ) , � Complete System ❑Individual Components Location Address or Lot No.S 5 C , ' ,� �/.;� Owner's Name,Address,and Te .No. r' Assessor's Map/Parcel !9 P Installer's Name,Address,and Tel.No. "" Designer's Name,Address,and Tel.No. // Type of Building: 1 Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder( ) Other Type of Building PQs, A-MR" Its� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Tj�. gpd Design flow provided .51/- 2, `/ gpd Plan Date 1 Z- r,i 2 0 t 5 Number of sheets Revision Date C 11212 G/ 7 Gi �o5�dl rem i Title ._ Size of Septic Tank Type of S.A.S.Z'Swo )-Y Description of Soil t/ � / /0-2u �' 1 J -Sg4/; 20-1- < c I tr-,r Nature of Repairs or Alterations(Answer when applicable). Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code-and not to place the system in operation until a Certificate of Compliance has been issued by this Bo 'd,of Hmealtt Signed Date Application Approved b Date 2 Application Disapproved by n. Date for the following reasons i Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On/-site Sewage Disposal system Constructed(L.4-^"""'Repaired( ) Upgraded( ) Abandoned( )by at- - £,n has been constructed in accordance - - - With the p oui io s of Title 5 and the foriD'sp�System Construction Permit No,,2U) ";-U'?1 dated '2-/2 :5 Installer r Designer �'� i'liar °t �HS n �/ a1(' 6)"1 S t,16. !� #bedrooms g P r Approved design o. ::Y� gp d r The issuance of this permit shall not7/7 ! slue as a guarantee that the system w',9 functio d signed. Date Inspector ------ _ =_ =r --= - 0 2.I ,,i„ Fee of THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct(` Repair(/ ) Upgrade( ) Abandon( ) System located at ��c r� (oyt�/ "Ir 'y-R and as described in the a plication for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be complefed within three years of the date of this perm' Date ) Approved by- No. jv v Fee / y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Disposal *pstem Construction permit Application for a Permit to Construct(,��Repair( ) Upgrade( ) Abandon( ) omplete System E Individual Components Location Address or Lot No. 5 Sw _*Ad U ZDr%^ er e- Own ame,Address,and Teel.No. Assessor'sMap/Parcel 0120-C& a-®a © I�c4 .t oell-4-o, Installer's Name,Address,and Tel.No. Designer's N e,Address,and Tel.No. Type of Building: Dwelling No.of Bedroom Lot Size 563 sq.ft. Garbage Grinder( ) Other Type of Building I?eJ, WRY ,h No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5-sd gpd flow ovided 5-C/ 1 gpd Plan Date ) 30l1 5-- Y, Revision Date Title 614-7 ro I7 /bs.e -/.S I / Size of Septic Tank l 5—bo C `©n Type of S.A Description of Soil T#-4 ' A F_ 6ejeer ®,-(O `1 ,4f,ka ri /or tyG�'2 6� arow/n.'s1, Yel�w Caa/F��� ,' 2©- 2 M•Ps�%uh SgAO(• �C3 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maint ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. i ed Date Application Approved by Date c;)26 1-h Application Disapproved by Date for the following reasons Permit No. 5 — ® , Date Issued Og -----------� <�� THE CO ONWEALTH OF MASSACHUSETTS 1, BARNS BLE,MASSACHUSETTS Certi to of Compliance T IS TO CERTIFY,that the On-site Sewage Dispo 1 system Constructed Repaired( ) Upgraded( ) Abandoned( )by / at G/� �S( ��, as been constructed in accordance with the Aofthi Title 5 and the for Disposal System Construction ermit No: �_�) dated t_ Installer De igner Sfr/�i N eet,�n #bedroo �p�r a,S Ap oved design flow 9'y 0 gpd The issurmit shall not be construed as a guarantee that the s tem will function as designed. Date Inspe for ----------------- ---------------------------- No. i 6 , Fee THE COMMONWEALTH MASSACHUSETTS �— PUBLI ALTH DIVISION-B STABLE,MASSACHUSETTS w sposal 6pstem onstrUttion Permit Permission is hereby granted to Construct( e air Upgrade( ) Abandon( ) System located at S G-6 6-/'aAd X-f4d Pr,",-& and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be complet d within three years of the date of this p rmit. Date �4;Z ly'5 Approved by -.: No.�j5 1 r A. Fee / -. _ M i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes �� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for MispoBar 6pstem Construction Permit + Application for a Permit to Construct(Repair,(.,)`Upgrade Abandon( ) 21 Complete System ❑Individual Components Location Address or Lot 0 ,..5, ro Owner's e,Address,and Tel.No. VP Assessor's Map/Parcel Q7cti—GCs �` C�� Installer's Name,Address,and Tel.No. Designer's N e,Address,and Tel.No. Type of Building: Dwelling No.of Bedroom 5 Lot Size 5 G3 sq.ft. Garbage Grinder( ) Other Type of Building J;��P��, No.of Persons Showers( ) Cafeteria( ) M4•. Other Fixtures Design Flow(min.required) 5 S \\<�- gpd De flow ovided 5��< gpd Plan Date )AV/ Revision Date Title S, .., /o: Size of Septic Tank Type of S.A `7�5-CO Ga11;r (z;1,11105 Description of Soil ?ttf.�. : / ��� e�' ®—/O / �'J.Ss ra,✓ /oY/� 4 A ' �lU9-2� CZ �4 f' 6 f3/owii,5 Ye/�sv roG/Cl j4 2Q—/'32 <, C �i► t'� %Of'2 4l'3 Ke1641 Nature of Repairs or Alterations(Answer when applicable) J Date last inspected: Agreement: The undersigned agrees to ensure the construction and maint ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ._Signed Date Application Approved by Date � .-)-h Application Disapproved by Date for the following reasons Permit No. �o — Q , Date Issued C9 5> ------------------------- -- - ------------------------------------------------------ -------'�" THE COONWEALTH OF MASSACHUSETTS BARNST BLE MASSACHUSETTS Certlfl tE of Compliance T rISTORTIFY,that the On-site Sewage Dispo 1 system Constructed( ' Repaired( ) UpgradedAbandoned( ) y at-. � 5-G - ���� 2S Iq A,/ i_)f-;, 'p- - as been constructed iri"accordance with the provisions of Title 5 and the for Disposal"System Construction ermit No� dated F i � Installer � ....- De igner #bedrooms I �o�for2.�+S App oved design flow S gpd _. r The issuance of thi ermit shall novbe construed as a guarantee that the s tem will fiinction as designed. Date Inspe to"r� ------- ----'------------------------------------------------------------------------------ ------------------- No.C90 -- Fee /�6 THE COMMONWEALTH MASSACHUSETTS PUBLI EALTH DIVISION -BA//R/NSTABLE,MASSACHUSETTS sposal 6pBtem onstrULtlon Permit Permission is hereby granted to Construct( epak4. ) Upgrade( ) Abandon( ) System located at S S L, 1Ghd rXIR.4d DP,�,Y_ i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construction must be c mplet d within three years of the date of this p rmit. Date � � /� Approved by Town of Barnstable Regulatory Services * Richard V. Scali, Interim Director * BARNSTABLE, MASS. ��g Public Health Division 1639n. 39n. Thomas McKean,Director 209 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: /9 Zol7 Sewage Permit# 31�—OZI Assessor's Map\Parcel Flo MS-,qg3 Designer: eer;h 1- Installer: Co y f i -,AC "e, " Address: 7 PPli,- re.ay Address: GC 54, On ? 2 20/T 5.44`b"h/1yre was issued a permit to install a date) '(installer) septic system at �S� �/yhc� - 5�4���P'�� based on a design drawn by � (address) P dated�� h ec(;h�-i(GhSvl 'nf� (designer) Trie I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution 'box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. certify that the system referenced above was construct liance with the-terms of t \A a r ica e ��5ss CMRLES T. �yG ROWLAND staller's Signature) CIVIL" t�. 52699 y C G � a�►i � (Designer's Signature) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc SUC_r ToG' ty1. g� '3 rx. L f r .: . od _• it �� � .T®" o BahiStable r t1�,�1."' ' 'Del�artineut of Regulatory Services .. nAtrtterAl r Pu ... e.IIealth Division '. bate � 1'�, . -— . . t _ Ar i6�y.A1.11 � 200.Maiu Street,H oriels MA U2G01 t Fit i On1. � ,+ llale Scheduled_ u �') Tlina Ir. Yd. /U y'd 6 &. I t . . . . ,i - ly,- 5 % r a U."�*S � ►�d►zl' ,�uitab�lr�y Assessnae�zt for ,�'e�v a pzs o a� " r I Ili . 1.1. Perfo�iiicd$y U :'�. di .4. t Witnessed$y: .: •i ' Fri 1. I. `Y , LOCATION�4 .GL�1V�Iit�L:.]NIOIZMA`I'IUN: t%. ` ' ' Locadon Address 5 5 6 CQf ( Owner's Narne Al, t'y _ Address Assessor aMap/Parcel - V ®p1J.�� l�j . L Bnghieer s Name 0%V0E�� ! NL�W CONS 1 RUMION / R$PA1R6.1�6 7 eI 1.1-.nett`,Sit?- '� ''j`(. L tit ` /�'_ / ,,— ..,. p �s5? land Use (/43G6i�1 ���S.rlq Slopes(96) �.'->��, Sudaco Stones , ��""' 1',"�air Distani e9 from. Open Water Budy 7�� t ft Possiblc;WelArea S 04 Q . Drinking- et Well ft c��3-x . c Lx t)t ;a. Dialiiage Way R > Property Lhte z 5 R `Oliter it �[ie.5 �. "jl b •' F - ¢,t,.w _.' ► ��]!.'1CCII'{Street name dhneiisions of lot cxaot locations of teat holes&jrere tests,locale ivetlaiJs�n ninrrimlty tv ltolesl x M� ijt_' r L 5;M, A #4; `` rs .o.. . )���� a i , �" c 11 �$:1 r�� _ ♦I BLS R9)livt . t ✓ `` S C f 19910 IS1J/-121.. E '* •.. - .m a Bttlly r..:siJ; .1. um�ar°B ve°e:�roow . ' _ ♦ ,L.I II',I'm a 61B i / '� 'IFe� ; .-: � -Yq,.9, W}pp•L k L 1 MB L'w 1919f ISO � 7 t 1 Po BeepuIt RI Rw i of y '{ !" \: o' t / '.I~ . _ s' - e \ l ' .. t. C ;� � �' ,i I� L''1 1lB LW IA191-10) -.�/ � { 1. I ♦ I ',1 ,�' i ' `� '� I.s Bel,.-awe :. -'-�' r ,�'_ ♦ •. 1 I�. $1I - I rr n i }' ', I \..' t �.: j. ,1� S' I I - . ., 7 I r: j t,.. .'�,. ,I e' I , A r 1 g�, g�_ .r r 0 -•c: rat. 6 6 " i " -.+ 5 :. ff .b. Pareu(;matertal(geologIc).Ip��$ Depllt tU.Btttlt'oelt �!� " txi f 1. L Y' Depth to Orouridwater. Standing Water ut Bo1.le Wcejting ft'Unt Plt(TnCe i t _ .- .. ", X�' • Bstlinated SeMunal H1gli Groundwater F. , ` ]DLT ,li11RNArFION 1�Olt SLA�QNAL kIIGt V A,'�' t �l'Ah ]G+' r Methcd Used. 3 ' Depth Observed standing in ohs:hole lu, Depth 10.5oll ttlottles. jII, - >��a'' Depot tu'weeping fivnt aide of oils.hole lit, l3t'nundtvtt[ttr Ad)Utlhttettt f[: ' �r� bide) Well tt Readlug Dste index Well icVol flcu ritetor 'A�.Cliouitclwuter Level e t . s _ a .n x .: .. r)r, r s� " .�.L1.Z�0�i1�LT�QN�X� 6.T ' uttkt /Z Y '�'lttte .1r=la c ,`-1 : OUservaUon6.Flole tl . � .� a l — Time at I _ __ f' t f - !r , y r�G ' Depth of Pere. :'z , Z fJ' t'flnte lit G' �,,�I Start Pre-soak'I'liue @ �1,�d [r:,'tt!tl Tiiiio(9"•G") trr: .. s �� rr�,�Y a,," Had Pre soak E��3 3 l( `1:3 �- ,} / " Y L K L. Rate Min/Inch'., ,' `'/", 4'z�,-:': 'A- r# kfti . . - -- , P %zSite 5uitabtlity Assessment 5tto Passed . �� SiIF Felled: Addltitnral Testhig Needed I r I . qs'' _ Original Public Health Dlvlsion OltserValton TIole Dtita To$a Completed.6 1On Back .-- --- `Y Ir ' ' . r l�eiccilatiou testis to be coixdut. 6d witlilu 100' of Nyetinnti,you niusL first uotity tilt r a Barnstable CouseTyat-1ou Division at least oiie (1) week prior•to uegiruriU . . . r Q:`srrlc�PitcroiiNl.iooc ka r } _: . � ,, ..1 _ . ' . , - ]DCL P O RA VATION 110LL LOG 11o1c�� t UcpUt Gom Soll}Iorizou SmI Texture Sd11 Color Soil OlLer .. Surface(tn) a (USDA): (NlUnseI % 1Nottilu Slnuclu o Stones'Huui�ers., i ) ( r f t ortsistency t3ravel) r/ m MI D to ,.. Sq,t l o�' . 6�" mr . _ ,< ZG -3�" C CorSeS�n fD�`lZ ��� , 3�— !y " C M..Sting lD 'l 9�3. • —�. : 7:. ! . 17* Oa3 ERVATION J[OLL LOG % Dole�k Depth from 1. Soll Itorizan,:` s 8011 Cextme Sall Color Soll ; Otlter Surface(lu) ` (USDA) (Mtntsell M, iin :mb _, es,D ens.: .,:.. : g: (SUact tirtj;Stou Quid onsls eii o a 4t , l� � :m. m. Sy al �b ? .� ' n ZZ> 3� Cmv l 'oarse,3��� l� R ` 6 . . 3 I32 L.2 jr mA Sa Io YR , 6d 6 g . 4 ... — _ Al; IE'01jL1tVAT10N HO It, I�[o1e It y Ucplh from Soil.Ilorizotr "5011 Cezture S1�1oil Colorva" Soil Otiter �rtt` Sm face(iu) ` '' (USDA) (MuUselI % I m%t,Ind (3Uucture,5tonos,boulders,•, o 4` I. Critislsteitoys 96 t3t_syp)) ° �, 6 mid T. .. � to rf �� ". Zz~3 C'l r �rGrj to�R `l�: x4, k . 1 *x ,.k,1xA..5,aV!%'�A, t.P,' ' '6t ,'.,4 .: ' 4 .: .,n .. F { �., M. 171�.11 P OjjSLl�VATION IIOL LOG Cool® #` Depth from u""oil Houzoii 8uil Lexture Soil Color Still Other £' Swf+%e(in)M. (U$llA) (Munselp MURling% f(Strqulut.e,Sloues;HouIQ©ts + -' 'Cans eitcy;96 Clru1r�11 rc 4M. ; Z C. ( r. �'crse'. SQ !ci �: to (I _��: sus i, 3.Y•C32 C. Z Say, /0�� �13 r u +-•-.` . 1* ... f ...: r { yr It luu�l latsuruttce hale N 1) x� Above 5UU year Claud buuudary. No_ Yes T ..' . �Villiln 5UU year bouudaty h10 Yes - .. % — €ii: W(tlun IOU year flub bomidary-No Yes"__ t �, _. .. . t ' llei�llt oCl`ttitutallv Ot c ui'itul:l'exvlo�tts Mateilal .,j'^. Does at least four Ceet.oC naturally occurring pet vlous nt iterlal exist in all to eas plis6rVd tlu ougGout t ia, ' area proposed Coil the soil nUsarption system l r Z[l ot,whtiE is the depth of italurally oc ppglug pervious tntttdl lal'1 Yi Cerllflcatiult j r.certlry taut on �� - (dale)I have passed the soil mialualdr tjxanunatl ' app�ov' d by lho 6 6Departtu' it'u Enviroiniteil(al,Prolec1.tlon and that the' at�ove analysis tivtis`patfor►>ted by.iue consistent whit r- the Cc011lrc(1 ttallling*i experhIs find expert I a described in 10.CM1215.U17. xi ��e�' 'td lZ/?o lL/ 4 L_ :m r algiialtlle Datb' ` . _ s , - 1 { QiI;LF l'IC�FI3RCPORM UOG z, '' t A,I .. . _ . . . W. - . ' -�.-a1.'�,-;�._�,�'.,t,"1'-,i�-�,�-,,I'..1�I-I.1,.�,.1�!l,1.,:,—�.'�";,���:,.�1.1,I-..-,,,,',-.,�1,_-,'_'-_-,,�v..���-��' t, : �g�-� 1�, 3 00 �(�^()y) h ` r�® vau of l�ar��tabl� - `' 4 x ..'. 1E ` f 1 S '/ A'�1 r ; �Tttll r� I $ :, ` - : t ;' '� Departzneut of Regulatory Servlt es =¢ "g ` t 1 , � �; Publics health Division >aate a. 1 �y � i '. 2 € I i �.��;'��..,.I-,,,-''.---_:�,I—_,,_�.��II,�.r-,��,�m'�,',',",.:.-,'�.-,,.�..��V_,I,,.�,r.',;:'_,�.-i:�,._q.I-,,-,I�,_-,;,i�-,r,A,.,��.:_I*,:-"—�,:�..,�'"-,�,"—%--,,�-:�"";,,-1,�--. Ir §A ,i� p .i619 2Y0_Mnln Street,H tutois MA OZGOI r 5n rEO.r k , & llate Scheduled �'�, df tf TiII>e I ee i'd.' �:G D.6 rl ' / s �' 4 i t ►5a►il ►arc tcc�ility ArsAsesscccerz� of �`e�� ; o u a1 } S t , f /( .3 L t Perfarti,ed Dy 'r %mow /j F r f . Witnessed Ey: L `` c f LOCATIOP�T�4 GIr1V �'.F z IZAL INi+ORMATION Location Address 55.6 r` `� -tJ D(l _ Owuer s Narne �,`� ��r'� = QfJI� nI Address A - Assessor sMap/Parcel � �1��j0 r Engineer s I�amc�r,�\Vt (,,nC;y � r >., - . S J FLEW CONS I7iUC7I0N _. REPAIR Telephone IF 50ty �°L7 j t� Land Uso Vi1<G4T 1.Isr'� 4 slopes(96) ®�' �r �7^- Surface Stones , ;; Dislaniies horn . Open Water Body 7v.t ft-`'Possibld Wet•A,ea �0 �_A Y°Drinking 1Ynter Well Ft i �{ T +y s a s', - ' Drainage WnY ft : P,operty Line %____" _ft Other y., ; > V it .k x ,�,1 k '.' ,k ti " , r � t']hCII:.(5l,eet name dhnenslons of lot exactlncadona of test holes&peril testa locale wetlands iru nroxindty to Irolesl s t / ' t I�.�:,,.:I.,,,�,t I ♦A �.,,.,k...,.:. .t a f - w \ e !•:- 1 ...P k s r. d Rd, I a •�. •"'rot I CISMR] . ,dL - .,.. B!lCa 1 Z g _ SbrL.Sy�17 Y. -' ...' _ / `,:. ._,1d Red .1n1 , Yq:O 0 Pa(.ppg_p JI ,yy 1 r LiSu88:.,:.. p J F ... _ Crt i5 e o • WWI K d1 & ' . _ `- ap R03-OOJ 1, - ' Lel m'Li�1J15&4 Ira,„ / !\ RO 5:'mLft RI Roe! 7 ; .:,ll l �d a ,XM olO!'arch OP/00l r T 1 a tie AV. . r:' \\ i .r' \ u 11Y.Ipn I�KaeM1', `"� HOP mse°T«`raRr RavO 1( iR6- m" r E�cs , v * / .1 \ ®� t ' t r� i, ] ® '• ` i . � ± i w,:I , r e t , V� .ros, . -. , J .,,- . .� ` ,', , n' ---. PIrent matertal(geologic),(pro t-�ti�$ Depth lt),Setltoclt `70 f' Y Depth to I rouadtvater Standing Water trt Hole s r . , ink ll'tlit)pit Pltae ,,. . . -�1 Weep Estimated Seasonal High Oroundwaler I)L'I'1;1t11'ilI�TA,T10N I�Olt SEAS OI AL ITX(�T31'�'9�7,'i'x�;'i'ABL ; 7-MclhadUsed `` ] Depth Observed stnnding m obs hole "N V lu, Depth to soil muttlos� s De Pitt tq weeping fivnt side of olis:hole° p lu. 6tder.`urea lr In, (3roundwuti r AdJuntnlent ft ,.. Reading Dale Index Well obi A iheter A�.f�tautiilwuter Levef PLItCOLA�I'IOi`d'rX' T lUgtp �z Ahtlu /r:3o r—� -_ _ �--Observapott — Hole li ;t r; Time at tjI' r r ff q i Depth of Perc "� Z U' a " , r I Ime fit G' 1 -�- - _ - Stnrt Pre-soak7i,ie @ i( 'So 1r' t1' i'ima(q"G") Y HadYtc'soak e Ef;33 -I Y3: r'' -. Rate Mlir/loch "�,1 42A'° 4/ti _ � < ' - K - `;9 " y J •Site 5uitabdity Assesstneut:. Site Passed `4'- Sito Palled Additio,aI Tes6 - Needed(Y!N) ry v' s. 4 a ! "()tlglual- , u -:11ealU,Dlvislon Observliliou Hole Data To Bt3 Gampleted on Dick -- -'_r t�`I�; letcolatlou lest is t� be c onductetl wititiu lUU' oC tivellatltl, +ou ni►ist ii>sl uotlfy;tlte `' , aluslAule Collse valiou Division at least oue(I) Week plioi to ueg�auaiube q\serhic\PEiicoRivl.Doc k JDI;LPOJS I IYATION IOLE LU olv It Depth fiom Soll liorizou Suit Texture Still Color. Soli Other Surface(in.). (USDA), . . (Munsell) Mottling (Stnucture,:Stones;Duulders, onsistency.woliyell: D fo SaA loYf c� Y R 2G^3(�" CorSestin LLh GUSE NATION J[r. OLL LOG , Dole!F Depth frum Soll t{otizun;' Sol Teiture Soil Color Soil 0titor Surface(iu.) (USDA) (Nlunsell) M6ttbng :'(5lructure,Slopes,boulders.`. ;.. Unsls en 9'0(If av !a-.Z Z` ZZ 06frSe344 C6YR' ' 6 JULLI'OI El RVATION HOLD.LOG De rtll from Soil IIurlwn 5 oll'C xl. e we „ ' Soil Color -Soil OlLor ,. . Surfnde flu.) (USDA) .. (Muuscll °M�t ill up (5trucluie;13161103;l7ouldets. Co telti O .. DEE '.OBSERVATION IIOLL LOG Holar:�� Uepth Gom Soil HuiimI1 5oil'I'exture SUIT Color _ ..Boll Other Surface(ln.) (USDA) (Munsell) MUtlling ,';(5trqulu10,8l611e'1 DoWderg,. Guns 1;iieccv 96 t7lnyail 10 V y r. r32 913 , �rLuutl Tlisuritticc'(atc Nln►l_ Above 500 year flood bumidary. No Yes Wlildo 500 year bouudaiy . No .� yea Wtllnn 100 year flood buuudary'No.. Yeses Jltit of Nat pHy Ot curiLus Perytuus Material Does at(cast four feet pf nnturally occurring pervious Material exist in ail dines observed tluaugliout the Etl'ea pt'oposed f6rT to BOIL it sor fltillll 9�ltt0nl t , ld'lal t 119 Crla 1 aural( occurring' er to a 's the de th of it t v 7 If liot,_wh t t t p Y p CeitiGcatiou , : l certirry that on 7 .41 f2 (dale)I have.passed die soil evaluator uAlIfItlatio❑ approved by the De at-tjUblitof Environmental Protection and that the above analysis was.pei. ted.by n10 collsisteot'with . P the reyuircd truitting,expertise and on,erietica described In�l0 CMR 15:U17. , a lZ:1i L1"l'1CWl3RCPURNl.D0C Town of Barnstable P# 9260 Department of Health,Safety,and Environmental Services Public Health Division Date &-LJ -?6 367 Main Street,Hyannis MA 02601 - i e�anan►eut � `, k • Date Scheduled ?13 ` Time 1 ( 30_ Fee Pd. FD utw�+ Soil Suitability Assessment for Sewage Disposal Performed By: 1 g—T,= S U LL 1 yAN Witnessed By: D uIVIV1 1e, .. ;:: L►OA'TtN & NRA tNPOttIYtATt01�1........ Location Address S6-1� Cr r.4lV�.....I S LA lV D Pi-. Owner's Name SAm6-s f,3 LAele UL ostEr{-ILLt'l A-4 125 . Address Assessor's Map/Parcel: •70167,3 Engineer's Name NEW CONSTRUCTION X REPAIR Telephone# 3 3 L/ Land Use uNDEd�LrrPED Slopes(°/.) O-it Surface Stones /1a1719 Distances from: Open Water Body !R 7S ft Possible Wet Area ' J O ft Drinking Water Well WO ft Drainage Way N C ft Property Line ft Other AY—W y tft mil' SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 3 r 256.J704 `� Royroond � 1 i Of - /OY 4 CA e Musa' /84. '' m 1177 1871'43*h' y 1` Parent material(geologic)o Depth to Bedrock L/OO - SOS Iva t Depth to Groundwater: Standing Water in Hole:E/YC/JciwTED Weeping from Pit Face NOIl/d Estimated Seasonal High Groundwater L.t'-Ss T/r!I& Z4• --O lie-!/0 :...:... .:...LE..:.:::.::::....:..:...:: SEASONAL. G VGA..; :::::;:. .::.:.::::;;::::,::.>:.;::::.:::.:;<;;::::>:..... .... .......................... . Method Used: 1-o M of L5aRtwst-l•m3LE GrouNDW�t�12 Ca/v/vur h'J�A Depth Observed standing in obs.hole: Na N6 in. Depth to soil mottles: No/VE in. Depth to weeping from side of obs.hole: No W 6F in. Groundwater Adjustment /Vo/Y e ft. .dndex Well#_ -Reading Date: Index Well level,•.-_ ,Adj.factor Adj.Groundwater Level_ PERCf1LAT�+C1N TEST brte.i.. 1.$.. Tlme ::• . ....:::::::..:........::....................... ..... Z 5 LL v/ys GEsS AAi ►S MI A✓ Observation � Hole# 0 _ Time at 9 N Depth of Perc GO n Time at 6" Start Pre-soak Time® �� �#� � Time(V-6") End Pre-soak Rate Min./inch Site Suitability Assessment: Site Passed Ye S Site Failed: Additional Testing Needed(Y/N) N/4 original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant Er Ul3S�I�VA�"IUOL Y�(�C dole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(m.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e v ors•�J�ttEr a SRN. COArSe /O YR 5/3 M ED 2,5-10 1-s 1y�-3bJ" QbArS aQWD !o YIZ .�94 2—Z' 14s1- Lt. qCL. BTz 3,0, 4241 LOOSE'S9 L DEEP OBSERVATION RULE LOG Hole# �'�- . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e PI N�N��•vc� O ' O or- •M r3 i'ter o - /y �s A 10 y/Z -6,- 3 Eo. ,emits 'lq"344" 10 YR LT. VET. S /W YRZlq La L DE p OBSERVAXTIQN dole#:`'<> >:: .. .......... .:.... . .. .:.. .::.: .. ... . .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. e DEEP`OBSERVATION HOLE LOG Hold# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes n Within 500 year boundary No`)// Yes Within 100 year flood boundary No x Yes D_gnth of Naturally Occurring Pervious Material Does at least four feet of naturally'occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? G If not,what is the depth of naturally occurring pervious material? Sgrtification I certify that on QIO (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the requir ���Ied training,expertise and xperience described in 310 CMR 15.017. Signature Date V96 Project THE GREENHOUSE u; SEAPUIT RIVER ROAD OYSTER HARBORS OSTERALLE,MA on».>�.o�.� — — aeraeor�omvomara. ----- -.. sr.artvwsrl.n.w.enwery _ aa�.vo,.eaerPww�.a er asn0.warpaerpreta . aso.rxn a�am.ane�Ma.m.a .. ae.nrwewasu.veMeair.e. rrwmea sr ev emsetres�evs move>.noi.mr nnam.wav�v. d�rir+m�e�oaru�r na. — - ---- - -—-—-—-— --- - -- -- GS Design Group Inc. A ® ® a ® ® a 215 Omet Ave. ® P.O.Box 12 Oaea,MA D2532 a Tel 306.293.2952 Li 0 —-—_—_—-—_—-—-—_—- _—_ _—_— J Issued For REV. ISSUE DATE 0 oa o0 0 ® ® DESIGN 0 DEVELOPMENT ELEVATIONS AND SECTION 1A Drawing Title: Drawn By. PB Checked B. CSDG t' A2, 1 {l}} Drawing Number. T \ • File Name: Scale: Date: 12/01/16 As Noted Project THE GREENHOUSE ' SEAPUIT RIVER ROAD OYSTER HARBORS OSTERALLE,MA xorm. C Env.ormla.pw"JMm On 6Y4�.b e.e�ad.bewrr.d� . ft 10-11 I. dlb Rbbw ® 0 ekJ -----------------------r------------------------- co�.. KITCHEN HALF ; \ ���> ' m...ew.ke.ee.voa.dam. iBATH -------------------I------------------------ +moo i ' \ I s."am"abe.aws.aerve b°""Ewa -------------- \ ---------------------- °'�q...mev o, of F. n n n n i ______________ _ mooA bs i i \ i n n i i su ! f I I '- ----------------------- GS Design Group Inc. ------------ PA.Iku 1200 Drool,MA 02532 LIVING / I ------ Tel 308.295.2952 -----------------------I----------------------® MECH. 1 c ------- --- ----- --- -I --- ---------- ---- -- 1dC 10'-0' 24•C 12--O FIRST FLOOR PLAN I 1l4"=1'-0" Issued For REV. ISSUE DATE IT - -- - -- - - - - -- Q - DESIGN DEVELOPMENT LOFT u u u u u u FLOOR PLANS OPTION 1A Drawing Title: Drawn Br. PEI Checked By. GSDG za'C 1r-0• zaC A1 , 1 Drawing Number. SECOND FLOOR PLAN File Name: Scale: Date: 12/01/16 As Noted PROJECT INFORMATION PfOJeet w 55 6 GRAND _ ISLAND DRIVE THE GREENHOUSE 1. OWNER OF RECORD: EGAN,MICHAEL J&DONNA L TRS/DONNA L.E.REV.TRS 116 FLANDERS ROAD SUITE 3000 556 GRAND WESTBOROUGH MA01561 ISLAND DRIVE 2. DEED REFERENCE: OYSTER HARBORS 3. PLAN REFERENCE: - MAP/BLOCK/LOT OSTERVILLE,MA 4. PROPOSED PROJECT ASSESSORS NO. 070/ 0051 003 FLOOD ZONES X AA I'll wdWub 1 PANEL#-COMMUNITY 25001 C 0756 J/JULY 16,2014 5. THE BUILDING HEIGHT IS+/-25-0' ew"wiboso�owa oi .':"Xw 6. NEW RESIDENCE IN CONFORMANCE WITH THE MASSACHUSETTS STATE rosohwie.om wwAaieadyNwRw,d D, BUILDING CODE — eOe :hww°a"eeagv0 osoap ae P,i aua ZONING: RF-1 8. — — 9. — 10. —= LOCATION MAP GS Design Group Inc- , 215 Onset Ave. P O.Box 1200 Onset,MA 02532 ' fS U,I 141 h3 b♦'F� r�1, lull A>'i"?� If: ,'. 5 k a•I.A� S �' k S t d? ry" Z✓: - GRAPHIC SYMBOLS DRAWING SYMBOLS ARCHITECTURAL ABBREVATIONS DRAWING INDEX ARCHITECTURAL DRAN7NGS:_ �'^y✓A ,wy �$S I TE gc, ,„p - a COLUMN GRID SYMB01.5 usedasme,esabnc FOF amdmw A0.0 COVER SHEET,DRAWING INDEX,PROJECT DATA -'..A�,.^ " �`"' ""� w' leeued For Pw mMn ledl PNT Fald("g - A7.1 FIRST FLOOR PLAN AND LOFT PLAN SITE DETAIL (A� caw.°.aGnerammr �e FF mameeewr wa wwl REV. 1591E DATE Y Pro rep"I.anm�..aa A2.1 ELEVATIONS AND BUILDING SECTION ea'® RIC Rama,a4MradHs P SI-1 FOUNDATION PLAN -009' O' OS GRAVEL'COMP.FILL DETAILS �MD m rmMM 51-2 FRAMING PLANS a:0•LO DeW1a,mAe, Ase-AA—S, 0.R mdrgN) PLMI[bthlmriale r _ u ,pN�OTs"'Sa�Drgl A�F a�wmN�dma - a GN"aw�wd aWD and `PNp•.D _- r Ib ' AC omuWml FTG laaag ROCNAEDGE ACT ouellydaM FNG Mindalin Peaa'da tlesea _ D\c.-.r w ,. SECTION A61 aid 'P80 FUR Amd01g 11 q'odcen1 ar GRPN u .' 7 Sedim Nwibw AT Pad5Wb VawYtle' ,`• an�rme g D.aWi95b nA+ AC aMmdem GA As - CONCRETE e,rN,wNmp GPLV REF Memm A�SPH a�"Wmd� Cd gMaa.dad,M REIN,dib'm1Gl f WALL TYPES Bsd bma wd - o P°®m. 0.70-005-004. BRICI( MG GYP CWs'm FEV reNsm(aAradwd �R�'•' ® - —DdaNanaw et�-r HDWa l,wdwam a n�hwd Sll'E 070.004--0 EeaYa . eR dMwrdwn H° ,mn aR �G� 070 Ot 003 - CONCREIESL00t R 54dmg RM DOOR NUMBER so Ho Sol ea�mn �ew RO muyiopxhN . „aawm m 05-001 Wlw Vaed ANae Tlmi BIDG Mdmq HOR MCmld yR . oneG Mb�a sEc ea�w ® STONE WINDOW TYPE LPT.carps lml IDdnlda (R(nI,i) SM ahAa �� W5 WWseId4Q, sc —e 070-005-002 PERMIT ® srEEL QWLMavTgpe - ac�a un dYana - so wawa - lags Seats CEILING HEIGHTS C�F"R menk MTV mrmlme�" Sn 6malSde Ci mmmk 9e STR damns ` R Imd 1 1 {dish Cerra 9na4ns CW dNe SUSP aepeMM l 'S �— cYiC mwmfmww sr— kd) FWISHED w00p rA dan RO dnwYM Sn Y$'Ysam Y V �nornn (o"s COL. (NS UIL CODE COMPLIANCE F �` Dil - RWGN VIOOU o Nddbn ReM,wroe Numhw COMPI�A poa).(Baal T1 ; (Oemoltlon Nde) IAs Mhamtay TEL W*— G�G ma rvtlw DETAIL AREA LNV 1KK ems(°6w) 070 OO2-OO2 �`'r t, Cdnwdmd Lumdm Wj COnSi mniCuasv�"W"s t N,alh iP0 dtls papwa[pdiea xl,i- -Y, b Ddea A,m CDNr wnaweaa LT'2gM . TAG b,plaaid gown oor.:.. COVER SHEET, BLOG(WG (- „Aar CJ mnvs Mn tw WMwulyu TOC mptlforaea q+�Y d^� CTR mwM LGC.Mad mm°dmppw TOS Iopdnwl ALL WOPoC SMALLCWSOFa1 TO CURRENT BUILDING _ DRAWING INDEX,' q shown On - GRS mra°, i0W topdw� CODES,FEDERAL,STATE AND LOLALCWEflE0U1REMEMs, PROJECT DATA 'A°6 eYeauaa0 MH mwdltla T TRTD VaaMd LAWS ANDORDINANCES. EQUIPMENT DEL depevwd MO maavry Typ MSNd COMPLLWCEWITHCURRENTVERSIONSOFTHEFOLLOWING O11 OeW MO mnamryopaMq PLIWOCO O Epdwnem Rtlwmw Alanbw DIAG dMps,d INAIt dmun CLC ODES AND AGENCIES ARE REQUIRED.. - LvwSoda ON&— MNECH emw-kd UNO mums°dad owawu . Bmmsan Dsd ameneNn EG dm�,m uA-olds- Drawing Title: . NORTH ARROW _ a0p1 MR meet .,. IBRC-Intemotlwal ResMmllel Bu9dnB Gotle • - DH ewMa aam Mw mddrrum rao«mma IEBC-Intanwd°nd E&IN BIDddry coda Drawn By. PB Checked By: GSDG PARRCLE BDNtl] Tn1B NOR' OOwW"G MIR nmw R IECC-Vdema8dnel Energy Cma ft,Cde , �`i jk Pbn NVMIPmIm ReNmu) Dw dl ¢w� MU)m MeC �e - VERL vm141 IMC-Inlamatlwlal Medlenlral Gaga r a M ^w.vd lad) , aompmldontla M. AF IFC-Intamwl°nd Fba Cade � esa yrA WP hairyFdeM ®GLASS ELM dedda(ag NAT mdwd 780CMR-MAAmmdmewsku IEC EWC"w"a1° ' NAY nmhM VA1 wAMmq S2/CMR-MA Bre pavantlon aml ekmiW reguletlana SnN Sde REVISIONS EtEV � NIC mats cmdsd wC —Id- 521CMR-MA—bWq,egulalW�a , EH.enm,v„ NTS ndmemN WP w�Iw Mgl 248 CMR-MA PMmbdgre8alaeana GYPSUM BOARD / J--ReWSIm Lomdm EO eWd WH, stled wdamW S24 CMR-MA eMvebr reOiAelbns L`�I') - ExH eMo�s1 AOM0 0C (e) W WN,xlde E%G adsWg GPG dwndry WIN{l}} ., EkP mywad W4 aaPaaM � w�9h ongb MY STATE OF NASSACHUSETTS BUILDING CODE BN EDITION Drowing Num r.be T ALUMWUM 'EXT eamdor CA �dameMa BARNSTA%E COUNTY AND VILLAGE OF O,STERVILLE . GI we,hmd File Name: Scale:AS Noted - Date: 1/16/17 - THE GREENHOUSE 24'-O• 12'-* _ 0t 556 GRAND {W 4A21 a ISLAND DRIVE OYSTER HARBORS 8' OSTERVILLE,MA 'gP�mle.o„Imea.n.a .a Al, DOORS BY GREEN HOUSE MFR en�mne11aneo wxBp'eceamwael nbna. Enere or tllaorependae on al blle ers la Eo Orouam to IM1e etlentlan na aSPWan amuP Pm.aatma will ..® e�anmonen�,eM areWrePeePtl Peon KITCHEN BATH nmw anaea••o me Prowm m tlw ROOM aso ea.au,Im wal..i eeu rxoa '' ty_y � aIIpP:°i oror wnaeia my°PPo W ------------ - Y•6'x 7'-O• • a pelts IPwibn Pr emer vAtlmul Me I 6..Oo4Ynn amuP P,a Meu _ GUSTOM • — —� — — — --r--ice - -- - -—-—- -— T - - a-o•x g-o• I '�- - GS.Design Grbup Inc. - . - P.O.go, P.O.Box 1200 EE) Q- _ Ooem,MA 02532 - e LIVING TO 508.295.2952 ^ SLEEPING aoo I ' DOORS BY HOUSE A2.1 r 24' S2'"le 20 2 _ F1 IRST FLOOR PLAN U4" II-Oe Issued For . REV. 15511E DATE • 8' 1 5; i' PERMIT u LOFTlul zPRE-F]YGt�71EJ l�tEIIl '�1 STRIILMtE BT - GOT-0C ARCH - FLOOR • n /A2.1 PLANS * ' 8 Drawing Ttle: • Drawn By. PB Checked By. MG A1 . 1 d � p .1 f' Drawing Number. LOFT FLOOR PLAN File Name:2 Scale:va°=r-0e Date:. 1/16/17 As Noted 8' ' Project Az., Ate THE USE - ------------------- --- ----- -----------f----- ---- _ --- -—-—-—-—-—-— -—-—- -—- -—-— -—-—- 556GAND ROOF consrRucTton: -- — --- - PREBrGRm, ISLAND DRIVE •REBUTTED E RESQUARID'RFD CEDAR ' - -- _ - _- - 1104m 8fRUC.TUME By a SHINGI�.9(f0 MATCH EXISTING)ON • - + 6OTXG AROi AOLLT EXTERIOR TRIM,BRACKETS, OYSTER HARBORS ' _ GRFFJiMWBEB •030 FELT PAPER ON �� • - MOLDINGS,ETC.SHALL Be KOMA ALL OSTERVILLE,MA •�'EXTERIOR PLYWOOD SHEATHING ON - - _ EXPOSED SURFACE SHALL RP_CENE(4) •2X'WOOD RAFTERS(SEE -- -_ - COAT MFR.RECOMMENDED PIZ94M AND STRUCTURAL DRAWINGS) _ (4)COAT SHERMAN WILLIAMS DURATION eo,Ee: •R49 OPEN CELL INSULATION ON SERIES OR EQUAL LATEX PAINT.ALL- JOINTS .n •1XY WOOD STRAPPING o 1d O/C ON _— - - ®® AND AD,IomG PARALLEL a��„u^�.".Wwow P��enwns SURFACES TOUGHING TO BE GLUED W/ Errae ar elwepn"Weon BLUE BD SI M COAT PLASTERJll MFR APPROVED 2 PART EPDXY •j! TLI I , MATCH FILLED W/' ALL HAIL HOLES IM BEBARN TRM PYCPU W/90ND AND FlLL'TRM STICKPAGKAC� 12 12 � PVC PIlTTY OR EQUAL' �2 CUSTOM EYE BROW WINDOWGC PROVIDE SHOP DWGS_—___—_—_—_ _ _—_ -_ -_—_ _—___TYPYwi_EXTERIOR WAL"CLES ITO ME%ISTIK PRE-0FPF�IN BLEACHHCM X PLYWOWWD AP OnSTUDS 9 d O/C R V BLUE BD 804 COAT PLAST ® ®EE- GS P Design Gr6u Inc. ' -- -- - -—-—- -- - - - -- 2150nut Ave. P.O Box 12W ° 6 - 0,..,.MA 02532 SIDE COTTAGE ELEVATION A�., 'A2.i Ta 50II.295.2952 va^=r-o° e ' FRONT COTTAGE ELEVATION A2.1 PRE' >.43Xd'EERED�n _ iDP TiDOF ' -HDLLsesTRUGTIREBr. '--- ----.--- - - - - - - - ------ - ------ - - -- - - --- ----- 4 . GAt11G ARCH cREEaNOusss (,:• PaE-errdrgPPx�D eREE, �. ALL WINDOWS AND pOOR9, .p ,� • . - .-,n MA TY SING W/ BANDO MOLDINGLDING a APPLIEDD . IMPSUBACT L(MATCH AND .NON . CORRELATING GLASS AND LORREL ARRI NUMBERED • . Y - -- PLTWD BARRIER PANELS - (- - GG PROVIDE SHOP DWGS IOPSTIBFIR a -_ �. -- Issued For iL . rom REV. 15511E DALEMATCH . IF BARN I. PACAT as ao o - a' rDP of sAP SIDE REEN�HOUSE ELEVATION REARCOTTAGE'ELEVATION G 8 6 3 va"=T-o" 4 ua°_'V o° • ROOF GONSTRI ICT,ON: - - REBUTTED d RESCIUARED Rm CEDAR - SHINGLES(TO MATCH EX44TM ON _ Y30 FELT PAPER ON _ �. " 396X'EXTERIOR P O15 SHE-ATFI _ON _ _ - _ _—_-____—_—_—_-- _ • FlERS SEE- —- _ _—___—_ STRUILTURAL DRAWINGS) - . R49 CLOSED CELL INSULATION ON W WOW t Yi BLUE BD SJUM COAT•PLASTER ON I. PERMIT MATCH R BARN TIO ELEVATIONS % - BARN 4 ,2 MATCHCACO _ 42 12 AND SECTION BARN TRIM + PACI(AGE TDPSII�iR A - -— - - --T Do—�.— — MATCH ROOF __ .TYPtret oxT>=vino WA N TRN PARCKAG GLE9(TO MATCH A® 0 - GON3TRl1GITON: �HLO / - fir. DrawingTI r •WMfE CmAR SHI EXISTING,PRE-DIPPED IN BLEACH,G POST W/ CUSTOM tle: MAHOGANY • OIL)ON • SS.CABLE SH7a - •TYYEK HOMEWRAP ON SYATEM I LATTER Drawn By. PB Checked By. GSDG .VWX PLYWD A i •2Xd WOOD STUDS o 16'O/C R21 ON •)[BLUE BD SKIN COAT PLASTER -- — MP OF SUP - a TDP OF SNAP A2, 1 Dr wM( y d COMPAC GRAVEL(UNDER 11 11 a g Number: INSTIL 3 LAB. MILL PIAT IA,DER SLAB SECTION SECTION — PERMETER IN,BErIN Flie Name' GRA GO Scala:y VP1, WTM'GROUIID - 5 _ �14"-�-O". ��a"_��-Q" CLOTH.RUI'I�O ORYWELLIS)OR --- ---- -- - - _-- -- N4- }� BorD'aF FODrG-= .. Date: 1/16/17 As Noted - . P.Jeot THE OSE 556 GRAND ISLAND DRIVE OYSTER HARBORS ` OSTERVILLE,MA All worEs: y eppy epuYlyMufap cotl"mM��le m"�ima�w,s. meneUna 4up Ww Poeedwxa ' - or dlameperclp an detepaeroleba OUP Ito tM atemlen ' M1e a6awlpn s Wwoop no.betwe ' ' Mp wmM ormne,leU MwoaMn been ' ' - F mnmgwed.end or WreM1eeed . • eo dnMnpe era ibo propoM el Mo i Osoegpn areu UU prol PetlpewW'Properod ' . m":�a.�w mbe euppame e.u.oe - 14,-0, 1zi 02'. ap'"ry mac imon in"mm et ew,ul Me. VcSpevlpn arwR Na _ M.O. e' L N 1 ---- ---- ------ ---=-- g ------- or--- ----- ------ ----- ' IA2., I -- -------------� , GS Design Group Inca 1 r------- —1 J p I , ,. g p _ --J 1 215Onset Ave P. : • - I I. I ' i o -- T — I r I I OP.00.MA 02532 1 I I • b I I d2�.FOOT,G Tel 508.29S.2952 'CONCRETE FLOOR SLAB " W/6X6 WIAXW4A WWM OVER I I MIL POLYsue'VAPOR BARRIER I I A _ A2.1 I I MECRIGONANICALLY COMP. I I I NOTE COORDINATE VENT M.O. I I. 2 Tr. GRAMULAR SUB ER BASE. .. TG W/GREEN HOUSE MM.(8)TOTAL . I I SEE ELEVATIONS da I I SLOPE SLAB TOWARDS DRAMS - - AAA I II II II III XANSO a ATIOE N9 W/GREEN HOUSE MR I I 1 II I I , I I a I I I I I I CETE FLOOR SLAB r------_—_—_— L6• _� � W/6X6 X6 Wl W1.4XW1.4 WWM OVER6 MIL-POLY VAPOR I I . -_—_----- I O OVER R ID MSUL. BARKER. MECHANICALLY COMP. --- -- -----, GRANULAR SUB BASE 7 WW CONCRETE FLOOR SLAB 1 _ / I I I W/6X6 Oly VAPOR WWM OVER 11 I m RK+m iPNO�LY VOAPOR BARKER. i , , I I GRANOLA SUB BASE I I — I I' L------------ ----------J --- — -------I 1 I Azt I Issued For , REV. ISSUE DATE PRO X 16'ANCHOR BOLTS • L— ———————— ———————— ———————— -- WrFH 3'AQ. X 1/4'Pl•.4TE 4 _ WASF�Ra SPACED 6'-0'O.0 6• a'. .,-4 - FROM CORNERS(TYP) 7`""A H-4• "4 O A2.t M.O. ` 24'-O• flit �''18 2d1C,2' O_FOUNDATION PLAN 1/4"=1t-0" M0.m pOOR earwm . .a 3.m.mcwaw C40MCRZTF fie ®pnvlla N A.Gener"t 5. Moisture barrier-ASTM➢2103)clear 8,ill thickpolyethylenefilm w®'f e/9rowtJnvWS_— — y 1. Perform work In accordance with ACI 301. 6. Dovetail Anchor Slots-22 go.gnlvonzed steel. - - — rF-1Fti1—� B.Products 7. Flashing Reglets 8nlvanlzed steel. PERMIT 1 Form-materlals to conform to ACI 301 C.Execution .° 2 Reinforcing Mnterinls 1 Installation-notlf Architect/Engineer minlnum of 24 hours Rel Fortino Bars-ASTM A 615,Grade 60 deformed bars, prior{o comment eat of concreting operations. III uncoated or epoxy coated as noted In contract drawings. em ac TG HJOReHnlw 31 * 1` to Welded Vlre.Flbrlc-plain type,ASTM A I85 O•thCaord`Qted te tlr slab and through-wall plumbin8•drainage and a+eo 3. Concrete materlals rework. r�aavnTgn.awn♦uel o. Concrete Strength-ready nix ASTM C 94,3000 psl at 28 dnys2 FinlshIs " Fine .arse 150,Type I o I. Foundation Walls-as cast with the fins removed and holes and yta •a' FMe tl ggraegnte-AS C 3 C. Q. m d. Water-clean and {detrimental to oncrete. honeycombing filled Rub with Concrete brick to smooth FOUNDATION 4. Admixtures-air entrainment ASTM C 260. projections and rough spats. rcuonTta �i tb oe I Foundation walls Intl expos*d-ekterlors-4 b. Floor slabs(interior)-smooth,steel trowelled finish Apply ' - b. Footings and other.ncrete-2 concrete seater after concrete has a red PLAN AND . BIDE OF FOOrG 3. Curing-cure concrete by keeping moist n minimum of 72 hours. iJ $Ear DETAILS A Footing Det. Typ. smie:Ise_Ir_oet Drawing Title: Drawn By. PB Cheeked.8. (SOG S1 . 1 {ly- Drawing Number: IT.Name: Seale: Date: 1/16/17 As Noted Prcqof THE GREENHOUSE 556 GRAND WHEN THIS EDGE RESTS ON LFPAMING MEMBERS • - FRAMING USE Ba NAILS AT 6'O.C. I 'I ISLAND DRIVE I EDGE I INTERMEDIATE I OYSTER HARBORS I I I ti I I I I OSTERVILLE,MA II I O II II I II I ;o II II I I W I I "arE9 41 ® LI 61 I 1 � I I °1.wnwwnrro°w°"� '"°1e1in° Z O em.u.m,.."mmwcm�<m."n.mro" fl '� fl fl �a tj W J mm.aso..p"oko"a nw.Mm. ' LL I � N I'•I � ae�wer owk mekoaw.n°w..ms,kx.. - - II � II II O I J I I �Q� I I m a..mmw•an..ea ' - - .. - II II II II �y I w - I I W L o -.I I ,m.a..x�"e..•.m.wownrmm. i3/8°I esoe.ga omaa,uw.a w.kknuey amwkw II W II II u. — ,m .wmwmu a..lam.k na".Iro II I = LI LI Em° I I uw'e�o.'.�maia'%,�vmnp0egm wm.:.te° • II I a II II o' I 'U U 1••I a,"Imkwe.nm,m".mm xka�w,.k m. II II J II II j j lW'3 J 0 °ra1p"'ka PI U fl fl I I Q I I II F II II I W z I I CZ - I I I I I I I I N I I 3° L PANEL L .----------J—L c --- —I L Mm--- - DOUBLE EDGE NAIL SPACING SEE 2/GN-2 r r - GS Design Group Inc. VERTICAL AND HORIZONTAL NAILING STAGGERED NAIL 215D"sakA— PATTERN P.O 1MA 1200 — — -- --—- -— - — — -- — MIN. ou"k nlnozs3z - Tel 508 295.2952 ... NOTE®GARAGE ROOF RAISE . - H25 TO SIT ON DECK,CAN BE TURNED - . OPPOSITE SHOWN SIMPSON MSTA18 EAVE SOFFIT FOR 1 X 44%B LVL RIDGE _ ILLUSTRATION ONL - TOP PLATE TO D SIMPSON H2.5®SING OFFSET FROM FRAME LINE - - RAFTER.HIO-2® - • .1ff"TP, DOUBLES(RAFTER+c CEILING JOIST( SIMPSON MSTA21. - - - TOP PLATE TO.STUD (2)14'LVL RIDGE BD NAILING PER - .. DRAWING THIS SHEET - - 1 FIRST FLOOR FRAMING 2.6 WALL FRAMING 1/4"=1'-0"- 16'O.C.,TYP. 1 HURRICAN'C I scB1e: vs°'=1_0° RIDGE DETAIL scale:1/2" V-0" REV. ISSUE DATE AZI r • J' - Q a A. PERMIT N 2)L L L ID ° (3)LVL,1�'X10 HEADER (3) VL 1j'X10'HEADER - • . J ,, N FRAMING PLANS 10'CUST➢M CURVED GLUE AMD c. VEST'SYSTEM 'A., Drawing Drawing Title: • 2x12 RATERS @16'DC TYP. Drawn 13. PB Checked By GSDG 2 LOFT FRAMING S1 .2 1/4"=r-0" ROOF FRAMING ' 1 Drawing Number: 1/4" 1'= -0" FR.Name: Seale: Date: 1/16/17 As Noted Graric� _ ASSESSORS .REF. • t t a t Island . g Y Isla Map 070, Parcel 005-003 Drive OVERLAY DISTRICT: { . - N 4 43 43" F ��� x ~ 291.40' \\ AP - A Aquifer Protection District ° • t : q b; � � ry, Estuarine Watershed 22 FLOOD ZONE• . Zone X r eo $ e 22 `� 21X3 m Community Panel No. #25001 C 0756 J July 16, 2014 LOCATION MAP: Scale: 1" = 2000'f � Lot 184 LCP 15354-124 DIRECTIONS. ZONE: 011 Lot Area 52,503 SF ; 23x9 112.5' From Hyannis Take Route 28 into Osterville; At RF-1 the lights b White Hen Pantry take a left onto • n�" ,�` ` 9 Y y Area (min.) 87,120 (RPOD) o - ' 12 0' Osterville West Barnstable Road and follow to the Frontage (min) 20' 00 end, Take a left onto Main Street, Take a right Width (min) 125' - onto Parker Road At the stop sign take a right Setbacks: - 2,3 onto West Bay Road; Bear left onto Bridge Street, Front 30' and follow to the Gate House; Continue Straight Side 15' r; -' - - and stay Left onto Oyster Way and Turn Right Rear 15' Fence to r be Removed onto Grand Island Drive. Site is on the Left #556. 2 - • .. \ 9 7' rLiving Area ;j I - With Loft E I NS +> Pr posed °Qry' PERC TEST: 14,609 ` Sep is Tank, I PER D-B X & SAS FORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING -- , SOIL EVALUATOR NO. 13586 iJGre.en, € - WITNESSED BY:DONNA MIOANDI,R.S.-TOWN OF BARNSTABLE House X DECEMBER 29,2014 2�X 72.3' SITE PASSED ri. to s .3 i TEST HOLE - 1 EL.21.5 TEST HOLE 2 EL.21.5 �YER.IOYR-s/1- AE`.L:4YER.'l0Y'R.6/1 r GR 4Y: ... ... -GRFiY. u` ............. N 10 MEDTiIMSPiND:;..'..'..'.'.... 20 10" ' MIDIIJM 3ANL7::'....:...... 20 .7 .7 Tennis Court ..... . BwLAYER.IIIYR'Ft16......::._:. :Bw.LAYERlAYR'.4/6.:.:..:.:..:: To Be Removed DARK'YFLL(?WISH BiLOWN...... DARIf XELLQWISH BROWN...... ... 20�� ::.....;..'.'.'.MELILUM.SANI7..'....'.:.'.'.'. 19.8 22" ..'.'hI131t .SANLT....:.'.'.'.... 19.6 n1f Cl LAYER IOYR 6/6 CI LAYER IOYR 6/6 _...._ Richard P. Callahan Tr. - i o BROWNISH YELLOW BROWNISH YELLOW ' r COARSE SAND 34" COARSE SAND 18.7 £' Proposed 0" PERC TEST 19.8 C2 LAYER IOYR 8/3 Paved Drive 25 GALLONS GONE IN 10 MIN. YELLOW f`f PERC RATE<2 MINAN TAR=0.74 MEDIUM SAND 7 _ - 36 ) 18.5 132 10.5 C2 LAYER IOYR 8/3 NO GROUNDWATER ENCOUNTERED Bic. Retension Swale YELLOW MEDIUM SAND w•_ 132" 10.5 \� 85.8' NO GROUNDWATER ENCOUNTERED TEST HOLE- 3 EL.22.0 TEST HOLE -2 EL.23.0 j .......... �Q.O' :_ DEL:DYER.IIIYR.6/1:.:.:.:.:.......::.. .•..'.AE_.L:AYER-10YR.6/1:.........:..... .............. GRAY.......... :....'.'.'.'.'........'.GRAY.'..... ....................................... 10 . 22.2 r 21.2 10 ....MEDIUM'SAND.-.i.-.'.'.'.'.�.'.'.'-. J Cart Path 21 : AYER'1D.YR4i6.'.':.'.::::: I 7,53 98, .'DARK YELL:OWISH-BR.OWN--.'.-.-.-. ..DARKYELLDWISH-BROWN-.-.-..•... .........................I............ ............... ........ 20.2 20" ...."...'.'.'.'...MEDLUM.SANI?.'1'.'.'. .. 21.3 F B r BM DHCB CI LAYER IOYR 6/6 C1 LAYER IOYR 6/6 n�f ti d CB/a ' El e v. 21.81' BROWNISH YELLOW BROWNISH YELLOW Richard P. Callahan Tr. 41.Sp 'end 'y 1. r ESAND 3a° COARSE SAND 20.2 /" Cog/D PERC TEST 20.2 C2 LAYER IOYR 8/3 Proposed \ �!�� 45.76 25 GALLONS GONE IN 10 MIN. YELLOW 4-500 Gallon / N 64'2 7 49 E 32 PERC RATE<2 MIN/IN(LIAR=0.74) 19.3 132"1 MEDIUM SAND I 111.0 Leaching Chambers ' C2 LAYER 10YR8/3 NO GROUNDWATER ENCOUNTERED YELLOW with 4' of Stone Plan View 132" MEDIUM SAND 11.0 Scale 1"=20' NO GROUNDWATER ENCOUNTERED n/f Richard P. Callahan Tr. F.F. El. 24.00 See Note 6 (typ.) F.G. EL. 23.00* - *Final Foundation Grading To Be F.G. EL. 22.2f F.G. EL. 22't Coordinated i h Landscape Plan rl Flow Equilizers EL. 21.25 As Required Installer To , Confirm Prior EL 1500 Gallon To Any Work Septic Tank EL. 20.60 Top EL. 21.00 H-20 Required D-Box (See Note 5) Gas BafBe H-20 EL. 20.21 20.00 Leaching To Be Installed On Chamber a ie ompac ed Bdsse H-20 Bat. EL 0 Bedding,"T"s, 25.0' Inspection Port, tf: f}LCi{JY): cS:RetfFi?e: dC:Rpltee: & Baffels :-:-:RfF.';l»sttY,?te Soils;:iifii'ec. '... €:•:::: Ln H-20 as Per Title 5 O�ty+r f' met�r ofh� D-Box 10.5 No Groundwater DEVELOPED PROFILE OF SYSTEM - Per Test Hale 1 NOT TO SCALE _ 12.83' SAS Detail Proposed 2-500 Gallon H-20 Scale 1"=10' Leaching Chambers Finish Grade SEPTIC NOTES with 4' of Stone -:: _ _ __ 3' Max. - r -, if 1 -- - „_• ='3 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Houzs 9" Min Compacted Fill .Filter Prior to Any Excavation For This Project the Contractor Shall Make Fabric the Required Notification to Dig Safe(1-888-344-7233). And/Or 2.The Contractor is Required to Secure Appropriate Permits From Town 1/8" - 112" q Pea Stone Agencies For Construction Defined by This Plan. 3 H-20 3/4" - 1 112" 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall LEACHING Double washed Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to CHAMBER Stone Assure Watertightness. In General,Water Lines Shall be Constructed in r Coordination With COMM Water,and Shall be in Accordance 4' - 10'= With 248 CMR 1.00-7.00&310 CMR 15.00. f 12'-10" 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried'Three Feet or More or Subject CROSS SECTION OF CHAMBER to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. AIr1T TP} Cr`d 1 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Over Septic Tank Inlet,Outlet,D-Box,and One Leaching Chamber. r.11 covers are to be maximum 18"for concrete or 24"Cast Iron. - 7.Septic System to be Installed in Accordance With 310 CMR 15.00& DESIGN DATA 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board of Health Regulations. Single Family 8.All Piping to be Sch.40 PVC. -3 Bedroom Min Design(c�110 GPD 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimums No Garbage Grinder - Use Sump of 6". Daily Flow a 330 GPD 10.The Separation Distance Between the Septic Tank Inlets and Use a 1500 Gal Septic Tank Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend LEACHING AREA a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 330 GPD 0.74(LIAR)=446.0 SF Required Below the Flow Line,and Shall be Equipped With a Gas Baffle. / Sidewall=2(12.83'+25.0')T=151.3 SF Bottom Area=(12.83'x 25.9)=320.8 SF r Total Provided=472.1 SF(349.4 GPD) LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 2-500 Gallon Leaching Chambers in a 12.83'x 25'Double Washed Stone Field as Shown Of;Mqs Revision: Change Proposed House and Reduce Septic to 3 Bedr000m 11212017 TITLE Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Im rovements CapeSury Richard P: Callahan Tr. 1.) The property line information shown wasn n • � g I" I" �;Il eerie f� 7 Parker Road compiled from available record information. � A/� A t tn: Karen Rowe � t SU ivan Consulting,Inc Osterville MA 02655 y • MW4 '`• PQ.ea 09- 7 Parkw ft'd'0tt"w1"'MA0M5 (508) 420-3994 (508) 420-39J fax 1 601 Forum PI ace #1002 2.) The topographic information was obtained 55V Grand Island Drive O`�II" ' •""""�'"n""�"�° copesurvOcapecodnet West Polm Beoch FL 33401 -8101 from an on the ground survey. Barnstable, (Oyster Harbors) Mass. C) Draft: CTR Field: WK/CTR/JOD 20 3.) The datum used is NGVD '29, a fixed mean 0 10 20 40 80 sea level datum. V DATE January .30, 2015 SCALE. , » _ 20' Review: JOD Comp./Review: WK/CTR Project: 19970038 Project: Wyatt World Gran-ASSESSORS REF.. h an `- Map 070, Parcel 005-003nr Drive _ G` 4 OVERLAY DISTRICT: 211.40'�'• �� AP - Aquifer Protection District Estuarine WatershedPR '' ' " 1 p ~ _ f Can 00 t r FLOOD ZONE. e 79.0 n+ Zone X 22` 1x3 Community Panel No. Q � � #25001 C 0756 J o Proposed Paved Drive July 16, 2014 LOCATION MAP: Existlnq Cart ._ 16 _ ___.___ `� Scale: 1" = 2000'± ,, _ ......__ �.. to Path w_._..... �, �......be Rern0ved �- Lot 185 �. LCP 15354-184 DIRECTIONS: ZONE: �. `'' ,� _. Lot Area 52,503 SF 23xg From Hyannis - Take Route 28 into Osterville; At ' RF-1 the lights by White Hen Pantry take a left onto Area (min.) 87,120 (RPOD) IE �, Osterville West Barnstable Road and follow to the Frontage (min) 20' o�5 end, Take a left onto Main Street; Take a right Width (min) 125' onto Parker Road; At the stop sign take a right Setbacks: 75.7 onto West Bay Road; Bear left onto Bridge Street, Front 30' - - ^- and follow to the Gate House; Continue Straight Side 15' and stay Left onto Oyster Way and Turn Right Rear 15' - - onto Grand Island Drive. Site is on the Left #556. 23'c2 Proposed :_��_.� - \ 67.9 2 Sty_w/frD-welling 56 FF LO / E 00 1 V / cp Cn -4PERC TEST: 14,609 l �- - J • - PERFORMED BY.CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING � SOIL EVALUATOR NO. 13586 WITNESSED BY:DONNA MIOANDI,R.S.-TOWN OF BARNSTABLE ZXq S _'2z- _ _ _ _ _._ DECEMBER 29,2014 SITE PASSED 2x� z TEST HOLE - 1 EL.21.5 TEST HOLE - 2 EL.21.5 AAE LAYER. 6/1'.. AE.LAYER 10YR 6/1 ...... GRAY............. .. ......GRAY.......... ... / 10" MEDIUM SAND... 20.7 10" MEDIUM SAND... .. ..... 20.7 Tennis Court �' Bw.LAYER.LOYR 4/6..... Bw.LAYER.l.0YR.4/6......... - ............... To Be Removed DAK--tOWISH.BROWN.. DARKYELLOw1SH.BROWN.. ....... ...... ...... ........................... n/f 20" MEDIUM.SAND........... 19.8 22" .MEDIUM.SAND. 19.6 Richard P. Callahan Tr. Cl LAYER IOYR 6/6 C1 LAYER IOYR 6/6 r BROWNISH YELLOW BROWNISH YELLOW COARSE SAND 34" COARSE SAND 18.7 20" PERC TEST 19.8 C2 LAYER IOYR 8/3 25 GALLONS GONE IN 10 MIN. YELLOW 121.4 36" PERC RATE<2 MINAN(LTAR=0.74) 18.5 132" MEDIUM SAND 11015 C2 LAYER 10YR 8/3 NO GROUNDWATER ENCOUNTERED YELLOW 132" MEDIUM SAND 110.5 NO GROUNDWATER ENCOUNTERED �\\ O it TEST HOLE 3 EL.22.0 TEST HOLE - 2 EL.23.0 LAYER IOYR'6/1. AE.LAYER 10YR 6/1 . .. .... ...... .. GRAY GRAY '��� 009,' Reserve ,,1 ..... / 10" ...... MEDIUM SAND.......... . 21.2 10" .......MED1I1M SAND............ 22.2 i Bw LAYER lOYR 4/6......... ...Bw LAYER 1.0YR.4/6 1 .: .DARK YELLOWISH BROWN .... DARK YELLOWISH BROWN:. i 7S3 r1 b. 1 n .. .. rr .. ..JC7 .... .. K ... ... .. .. 22 . MEDIUM.SAND. 20.2 20 MEDIUM.SAND ..• ..... 21.3 CB t C 1 LAYER IOYR 6/6 C 1 LAYER 10YR 6/6 FnQ, BM DHCB BROWNISH YELLOW BROWNISH YELLOW Cg Elev. 21.81 n/f .•� 41• F /�h, / � .�- 22" C p�TEST 20.2 34" C2 LOAYER 10YR /3 20.2 Richard P. Callahan Tr. 80' �d , Proposed - .\ �Fn .� 45.76 25 GALLONS GONE IN 10 MIN. YELLOW 4-500 Gallon / N 64°2 7 49 E 32" PERC RATE<2 MIN/IN(LIAR=0.74) 19.3 1321 SAND 12.0 C2 LAYER 10YR 8/3 NO GROUNDWATER ENCOUNTERED Leaching Chambers I O,�f YELLOW with 4' of Stone Plan View 132" MEDIUM SAND 11.0 Scale 1"=20' NO GROUNDWATER ENCOUNTERED n/f Richard P. Callahan Tr. F.F. El, 25.00 + * F.G. EL 22.2f See Note 6 (typ.) F.G. EL. 23.00 - Final Foundation Grading To Be F.G. EL. 22'± oor mated With Landscape Plan Flow Equilizers EL. 21.25 As Required Installer To Confirm Prior EL. 1500 Gallon To Any Work Septic Tank EL. 20.60 Top EL. 19.80 H-20 Required D-Box Gas Baffle ;HT Note 5) 20 EL. 19.01 18. 0 Leaching To Be Installed On Chamber S able ompac ed Base H-20 80 t. EL. 16.80 42.0 Bedding;.,T„s ep Lf;Erieaui�terecl:Rerlae:&.:Rld2 Inspection Port, & Baffels A1l.:UiisUi:fo6le::SoilS:kYith�n .. '::Df::::: as Per Title 5 i7ae:Queer::Perimeter..oi:.7lae Sysfem • H-20 D-Box 10.5 No Groundwater DEVELOPED PROFILE OF SYSTEM Per Test Hale 1 12.83 O O Proposed SAS` Detail 4-500 Gallon H-20 Leaching Chambers Finish Grade SEPTIC NOTES Scale 1"=10' with 4' of Stone 19 lit IF- 3' Max. ;'""I.�Si •-"_ - i1�J11 i- I• " 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 9" Min "` Compacted Fill, Filter Prior to Any Excavation For This Project the Contractor Shall Make Fabric the Required Notification to Dig Safe(1-888-344-7233). and/or 2.The Contractor is Required to Secure Appropriate Permits From Town Pea Stone Agencies For Construction Defined by This Plan. 3' H-20 3/4" - 1 1/2" 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall LEACHING Double Washed Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to CHAMBER Stone Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance 4' - 10" -� I With 248 CMR 1.00-7.00&310 CMR 15.00. f 12'-10" 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject ,CROSS SECTION.OF CHAMBER to Vehicular Traffic to be H-20 Loading.It is the Engineer's _ . - -- Recommendation that H-20 Always be Used. _ _NOT TO SCALE 6.Install Watertight Risers and 18"Covers Max to Within 6"of Finished Grade Over Septic Tank Inlet,Outlet,D-Box,and Two Leaching Chambers. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board of Health Regulations. DESIGN DATA 8..all Piping to be Sch.40 PVC. Single Family 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum -5 Bedroom @ 0 GPD Sump of 6". No Garbage ' der 10.The Separation Distance Between the Septic Tank Inlets and Total Daily low=550 GPD Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Use a 1500 Gal Septis Tank a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" LEACH G AdEA Below the Flow Line,and Shall be Equipped With a Gas Baffle. 550 GPD/0.74 T =743.2 SF Required Sidewall=2(12. '+ .0')2'=219.3 SF Bottom Area=(1 8 x 42.0)=538.9 Total Provided=7 .2 SF D) LEA C CHAMBER DESIGN A pes to be Schedule 40. se 4-500 Gallon Leaching Chambers in a 12.83'x 42'Double Washed Stone Field as Shown. OF Mq�s� C� o� ,C Gu, )E/! a o Vll_ v LD U: ��.4816£3 �oF�FGIST�'<11 FSS/Of4nL�NG t� psii ,"a TITLE: PREPARED BY: PREPARED FOR: NOTES. Site Plan Proposed Improvements • CapeSury Rich and P. Callahan Tr. 1.) The property line information shown was I" ii" EIIIIeeP1II� 7 Parker Road compiled from available record information. � AtSU11ivan Consulting,Ina Osterville MA 02655 Attn: Karen ROWe y 556 rand 1a71an�,1 Drive . ' PQmon.co 'P°�� Iom (508) 420-3994 (508) 420-3995 fox I^/ �O Forum PI ace #� OO2 2.) The topographic information Was obtained e ssclQwnMrwn�in.com •wwwwllivan in.com copesurv@copecod.net West Palm Beach FL 33401 8101 from an on the ground survey. Barnstable ( y ) Mass. TI (Oyster Harbors 3.) The datum used is NGVD '29, a fixed mean Draft: CTR Field: WK/CTR/JOD L0 p 10 20 40 80 sea level datum. V DATE: SCALE Review: JOD Comp./Review: WK/CTR January 30, 2015 1: = 20 Project: 19970038 Project: Wyatt World